Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement
1.1 This specification covers deformed and plain stainless-steel bars for concrete reinforcement in cut lengths and coils used in applications requiring resistance to corrosion or controlled magnetic permeability. The standard sizes and dimensions of deformed bars and their numerical designation shall be those listed in Table 1. The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.
TABLE 1 Deformed Bar Designation Numbers, Nominal Weights [Masses], Nominal Dimensions, and Deformation Requirements
Bar | Nominal Weight, lb/ft [Nominal Mass, kg/m]A |
| Nominal DimensionsB |
| Deformation Requirements, in. [mm] | ||||||
400 Series; Duplex Alloys | 300 Series |
| Diameter, in. [mm] | Cross-Sectional Area, in.2 [mm2] | Perimeter, in. [mm] |
| Maximum Average Spacing | Minimum Average Height | Maximum Gap per SideC | ||
|
| Two-Sided | Three-Sided | ||||||||
3 [10] | 0.374 [0.556] | 0.378 [0.562] |
| 0.375 [9.5] | 0.11 [71] | 1.178 [29.9] |
| 0.262 [6.7] | 0.015 [0.38] | 0.143 [3.6] | 0.097 [2.5] |
4 [13] | 0.679 [1.011] | 0.686 [1.021] |
| 0.500 [12.7] | 0.20 [129] | 1.571 [39.9] |
| 0.350 [8.9] | 0.020 [0.51] | 0.191 [4.9] | 0.129 [3.3] |
5 [16] | 1.048 [1.559] | 1.058 [1.575] |
| 0.625 [15.9] | 0.31 [199] | 1.963 [49.9] |
| 0.437 [11.1] | 0.028 [0.71] | 0.239 [6.1] | 0.162 [4.1] |
6 [19] | 1.495 [2.225] | 1.511 [2.248] |
| 0.750 [19.1] | 0.44 [284] | 2.356 [59.8] |
| 0.525 [13.3] | 0.038 [0.97] | 0.286 [7.3] | 0.194 [4.9] |
7 [22] | 2.038 [3.032] | 2.059 [3.064] |
| 0.875 [22.2] | 0.60 [367] | 2.749 [69.8] |
| 0.612 [15.5] | 0.044 [1.12] | 0.334 [8.5] | 0.226 [5.8] |
8 [25] | 2.685 [3.995] | 2.713 [4.037] |
| 1.000 [25.4] | 0.79 [510] | 3.142 [79.8] |
| 0.700 [17.8] | 0.050 [1.27] | 0.383 [9.7] | 0.259 [6.6] |
9 [29] | 3.396 [5.053] | 3.441 [5.106] |
| 1.128 [28.7] | 1.00 [645] | 3.544 [90.0] |
| 0.790 [20.1] | 0.056 [1.42] | 0.431 [10.9] | 0.292 [7.4] |
10 [32] | 4.312 [6.416] | 4.358 [6.484] |
| 1.270 [32.3] | 1.27 [819] | 3.990 [101.3] |
| 0.889 [22.6] | 0.064 [1.63] | 0.487 [12.4] | 0.329 [8.3] |
11 [36] | 5.296 [7.880] | 5.352 [7.964] |
| 1.410 [35.8] | 1.56 [1006] | 4.430 [112.5] |
| 0.987 [25.1] | 0.071 [1.80] | 0.540 [13.7] | 0.365 [9.3] |
14 [43] | 7.64 [11.37] | 7.72 [11.49] |
| 1.693 [43.0] | 2.25 [1452] | 5.32 [135.1] |
| 1.185 [30.1] | 0.085 [2.16] | 0.648 [16.5] | 0.438 [11.1] |
18 [57] | 13.59 [20.22] | 13.72 [20.43] |
| 2.257 [57.3] | 4.00 [2581] | 7.09 [180.1] |
| 1.58 [40.1] | 0.102 [2.59] | 0.864 [21.9] | 0.584 [14.8] |
1.1.1 Supplementary requirement (S1) of an optional nature is provided. It shall apply only when specified by the purchaser. In order to obtain a controlled magnetic permeability product, steel conforming to Supplementary Requirement S1 should be ordered.
1.2 The chemical composition of the stainless steel alloy shall be selected for suitability to the application involved by agreement between the manufacturer and the purchaser. This is an important consideration in achieving the desired corrosion resistance or controlled magnetic permeability, or both, because these properties are not provided by all stainless steels.
Note 1: The alloys shown in Table 2 have found the most use in North America. Other alloys may also provide desired properties; consult with the manufacturer for stainless steel alloy properties and availability.
TABLE 2 Chemical Requirements of Typical AlloysA
UNS |
| Composition % | ||||||||
Type | Carbon | Manganese | Phosphorus | Sulfur | Silicon | Chromium | Nickel | Molybdenum | Nitrogen | |
S24000 | XM-29 | 0.08 | 11.50- | 0.060 | 0.030 | 1.00 | 17.00- | 2.25- | .... | 0.20- |
S24100 | XM-28 | 0.15 | 11.00- | 0.060 | 0.030 | 1.00 | 16.50- | 0.50- | .... | 0.20- |
S30400 | 304 | 0.08 | 2.00 | 0.045 | 0.030 | 1.00 | 18.00- | 8.00- | Status : Historical Standard Type: Main Document No: ASTM A955/A955M : 17a Document Year: 2017 Pages: 14 Edition: a
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